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Study on the Evolvement History of the Typical Gorge Bridge Site Slope Based On Flac

机译:基于FLAC的典型峡谷桥网站坡度的演变史研究

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It is very important to understand the whole evolvement history of gorge slopes during the process of analyzing slope stability and bridge construction engineering feasibility. Based on the previous research, the whole evolvement process of the gorge slope is simulated by FLAC3D method using the bridge site slope of Mashuihe River on the freeway from Shanghai to Kunming as a typical case. The initial stress field of the slope is inversed considering the in-situ ground stress data and the evolvement process of the river physiognomy. The stress and displacement of key points in the slope are dynamically pursued. The results show that the outcomes of numerical simulation agree well with the state of nowadays slope. Along with the river cutting and eroding, the stress behind the river slope will release and adjust in-depth, the present stress field can provide boundary conditions for further simulative work and be the foundation of the feasibility evaluation of the slope rock mass engineering.
机译:在分析边坡稳定性和桥梁建设工程可行性过程中,了解峡谷斜坡的整个演变史非常重要。基于先前的研究,峡谷坡的整体演变过程是通过从上海到昆明的高速公路上的Mashuihe河桥现场坡度的FLAC3D方法模拟了昆明。考虑到原位地应力数据和河流地理学的演变过程,斜坡的初始应力场是逆的。动态追求坡度中关键点的应力和位移。结果表明,数值模拟的结果与如今坡度的普遍吻合良好。随着河流切割和侵蚀,河坡背后的应力将释放和调整深度,目前的应力场可以为进一步模拟工作提供边界条件,是斜坡岩体工程的可行性评价的基础。

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